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contributor authorR. Y. Chang
contributor authorC. K. Sung
date accessioned2017-05-08T23:45:13Z
date available2017-05-08T23:45:13Z
date copyrightMarch, 1994
date issued1994
identifier issn1050-0472
identifier otherJMDEDB-27614#264_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114154
description abstractThis paper presents an analytical and experimental investigation on the steady-state responses of an RSRC-type spatial flexible linkage. The kinematic analysis of the spatial rigid-body motion is performed using kinematic constraint equations to yield the linear and angular positions, velocities, and accelerations of the linkage. A mixed variational principle is, then, employed to derive the equations of motion governing the longitudinal, transverse, and torsional vibrations of the flexible link and the associated boundary conditions. Based on these equations, the steady-state responses are predicted. Finally, an RSRC-type four-bar spatial flexible linkage is constructed and the experimental study is performed to examine the predictive capability proposed in this investigation. Favorable comparisons between the analytical and experimental results are obtained.
publisherThe American Society of Mechanical Engineers (ASME)
titleSteady-State Responses of an RSRC-Type Spatial Flexible Linkage
typeJournal Paper
journal volume116
journal issue1
journal titleJournal of Mechanical Design
identifier doi10.1115/1.2919357
journal fristpage264
journal lastpage269
identifier eissn1528-9001
keywordsLinkages AND Steady state
treeJournal of Mechanical Design:;1994:;volume( 116 ):;issue: 001
contenttypeFulltext


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